HomeMy WebLinkAboutWIND SPEED & EXPOSURE CONTRACTOR: A Quality Construction WIND SPEED AND EXPOSURE HAVE
DESIGN CRITERIA: BEEN DETERMINED USING THE ADVANCED This item has been ���� SIIP",,,�������
TECHNOLOGY COUNCIL'S WEBSITE � P'••....• A'qy
Applicable Codes,Regulations,and Standards AND GOOGLE EARTH. electronically signed and sealed ,N l C'E NS
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1.The 7th Edition(2020)Florida Building Code,specifically Chapter 16 Structural by T.P. Arnett' PE. using a 2,Al �I
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Design,Chapter 20 Aluminum,and Chapter 23 Wood. ♦ •
2.AAASM 35 and AA ADMI Specifications for Aluminum Structures,Part 1-A of Digital Signature with date and IR
NO. 4 6 043
the Aluminum Design Manual prepared by The Aluminum Association.and the
AAF Guide to Aluminum Construction in High Wind Areas. time. Printed copies of this
3.ASCE 7-16.
document are not considered % STATE OF
Loading Criteria signed and sealed and the =�Seco'• �•t
1.Live Load:10 PSF per 7th Edition(2020)Florida Building Code,Appendix I �i �;�
L as i PSF signature must be verified on
2.Dead '�,,��S .•.••• G�`,,,
3.Wind Load: any electronic copies. 100104- 13.'��.,'�, �O ;�i�41 .02
3.1. Building Occupancy Category,Section 1604.5 and Table 1604.5: Risk 41111/1
Category. 1.
3.2. Ultimate Design Wind Speed:Vuu=150 MPH,Nominal Design Wind
Speed:VASD=116 MPH. W W a
3.3. Exposure Category,Section 1609.4.3:Exposure C LU C1 ov
3.4. Screen Enclosure Section 2002.4 Z_ M Q
4.Building Category for Aluminum Structures,Section 2002.6:Category Type 1- Ur O
Screen Room:Non-Habitable,Unconditioned Z w W z
Roof Type C-1 J Z
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1.Roof Type: MONOSLOPE S-1 S-2 A-2 Q Q Z w
2.Roof Material:3"x 48"x 0.032"composite panel Elite 2000,1.0#density foam, A-3 A-3 Z d w z
Florida Product Approval Number FL 7561-R5.
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7-8 N Q w LU
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Foundation Design w U Z
Existing concrete.No additional concrete footing or slab is required to resist the I I 1 X3(TYP) LL O J
loads imposed upon the existing slab by the proposed construction if the existing " _
slab is a minimum of 4"thick and in sound condition,free from structural 00 d I- a
cracking,spalling,or other deterioration. 2X3X0.045
FLAT 2X3X0.070
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Specifications END BEAM 00
The following specifications are applicable to this project: M w
1.All work shall be in accordance with the 7th Edition(2020)Florida Building Code, U o? o
2X3GIRT4 Z °
and any other applicable local codes and regulations. Z _ N m
2.Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues,no (TYP) co - �o "'o w U)C o a n
manufacturer substitution is acceptable without the specific written,signed and 3"X48"X0.032" co I G L7 w� a �
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sealed authorization of Florida Aluminum Engineering,Inc. 1.0# DENSITY FOAM 4 Z w m 4 4 Y a
N 2X3X0.070 J F N w
3.Screen material shall be 18/14 screen unless approved by Florida Aluminum COMPOSITE PANEL p[ LL ,
Engineering,Inc. Q W
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4.Fasteners are required to be corrosion resistant,minimum SAE Grade 2 or better Q a N
zinc plated to ASTM B633,or coated stainless steel series"300",or uncoated 0 z <~ z =
stainless steel series"400". DO p[ 7
5.Approved concrete screw anchors to be Simpson Titen-HD or equivalent. 2X3X0.070 S Z m
6.All Self Mating Beam Sections are to be stitched with either#14 screws 6"from FLAT A-3 J W o o
ends and 24"center to center or#12 screws 6"from ends and 12"center to center. EDGE BEAM 1 X3(TYP) L L o 3
7.Where concrete specifications are required,whether in the screen enclosure scope -_-_-_-_-_
or not,by one or more regulatory agency,the following specifications are a
applicable: z
a.Concrete shall conform to ASTM C94 for the following components: 7-5 o
i. Portland Cement Type 1,-ASTM C 150 w
ii.Aggregates-Large Aggregate 3/4"max-ASTM C 33 34'-6" o
iii. Air entraining+/-l%-ASTM C 260
iv.Water reducing agent-ASTM C 494 Z
v.Clean Potable water o
vi. Other admixtures not permitted 3"X48"X0.032"
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b.Metal accessories shall conform to: 1.0# DENSITY FOAM t jj o
i. Reinforcing Bars-ASTM A615,grade 60 COMPOSITE PANEL t/'I ~
ii.Welded wire fabric-ASTM Al85 W ZLU
c.Concrete slump at discharge chute not less than 3"or more than 5". Water d w
added after batching is not permitted. W 0
d.Prepare and place concrete per American Concrete Institute Manual of 1 X3 0 2X3 2X3 2X3 2X3 (2)2X3 Q 0 W o
Standard Practice,Parts 1,2,and 3 including hot weather recommendations. X0.070 X0.070 X0.070 X0.070 X0.045 to U z
e.Moist cure or polyethylene curing permitted. 0 p n r- W IX
f. Prior to placing concrete,treat the entire subsurface area for termites in N W W Z W
compliance with the FBC. X I W O M rn
g.Concrete shall be placed over a polyethylene vapor barrier. N 2X3 C O w n F M
h.All aluminum components embedded within concrete shall be coated with a GIRT A-2 w O
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bituminous paint or epoxy. TYP d a. � W LL
8.All flashing and weatherproofing shall be provided by the contractor. DRAWN BY
9.Door location shall be determined by contractor in the field. TP
10. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee. 1 X31( DATE DRAWN
DJ-1 (TYP) B CP-1 11/02/21
A-2 A-2 A-2
REVISION
5'-5$" 3'-2" 5-58" 5'-58" 5'-58" 5'-58" 5'-5$" 0 _
4 -
SHEET NO:
A- 1
ALUMINUM MEMBERS DIMENSIONS
HOLLOW SECTIONS
2 x 2: 2"x 2"x 0.046"
2 x 3: 2"x 3"x 0.050"
2 x 4: 2"x 4"x 0.050"
2 x 5: 2"x 5"x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
2"x UPRIGHT
SNAP SECTIONS (SEE PLAN)
2 x 2 Snap: 2"x 2"x 0.045"
2 x 3 Snap: 2"x 3"x 0.050"
2 x 4 Snap: 2"x 4"x 0.045" II I FOR FRONT(LOAD BEARING)
(4)#10 x 2"SMS INTO II II CENTER POSTS: II II ~
SELF MATING(SMB) SCREW BOSS 11 ADD 2"x 2"x 1/8"ALUM ANGLE
2 x 4 SMB: 2"x 4"x 0.044"x 0.100" OF UPRIGHT II EACH SIDE OF UPRIGHT II II DC j
2 x 5 SMB: 2"x 5"x 0.050"x 0.100" CONTINUOUS I� W/(4)#14 x 1"SMS INTO L L 1 W a
2 x 6 SMB: 2"x 6"x 0.050"x 0.120" 1"x 3"OPEN BACK UPRIGHT AND(1) CHAIR RAIL MEMBER II II W tZ O
2 x 7 SMB: 2"x 7"x 0.057"x 0.120" 3/8"DIA.x 3"EMBED. II II z rn u
CONCRETE SCREW ANCHOR
2 x 8 SMB: 2"x 8"x 0.072"x 0.124" I�
2 x 9 SMB: 2"x 9"x 0.072"x 0.124" — — II LLu Z T z
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2 x 10 SMB: 2"x 10"x 0.092"x 0.398" - - —————— z
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° e ° a = m (4)#10 x 1 1/2"SMS INTO Q . Z w
MINIMUM FASTENER EDGE DISTANCE:1/2" 1 e ° I II SCREW BOSSES OF CHAIR z w z
MINIMUM FASTENER SPACING:3/4" ° ° °° ° RAIL AND BLIND SCREWED O in z
SLAB/FOOTING ° kA e 3 IIIIINTO SCREW BOSS OF N Q w wCONCRETE SCREW ANCHOR: SEE PLA6 ° __ __ _-_ A —� II II UPRIGHT w v D
SIMPSON TITEN HD OR EQUIVALENT o Li p J
1/4"x 2 1/4"CONCRETE
SHEET METAL SCREWS(SMS): SCREW ANCHOR 3"FROM II II 0 = a
ITW/BUILDEX OR EQUIVALENT UPRIGHT&@ 24"O.C. II II ~ a
(MIN 1 1/4"EMBEDMENT) UPRIGHT 9
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NOTE:
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CONTRACTOR TO VERIFY ALL HIDDEN
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FASTENERS HAVE BEEN INSTALLED PER z z o
THE ATTACHED DETAILS AND PER z — r co
MANUFACTURER'S SPECIFICATIONS. B C CHAIR RAIL TO UPRIGHT DETAIL M w
UPRIGHT TO CONCRETE DETAIL SCALE:NTS (D r v `2
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1"x 3"O.B.FASTENED TO CORNER O Z n° m D
POST W/#12 x 1 1/2"SMS AT 3"FROM J LLI o O=
TOP&BOTTOM RAILS.TYPICALLY @ LJ_ o
24 O.C. LL
DOUBLE 2"x UPRIGHT I z
CORNER POST I III (2)#10 x 1 1/2"SMS Et
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(SEE PLAN) THRU SCREW BOSSES 0 w
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WOOD: — — (SEE PLAN) I J
DIA.x 3"WOOD SCREWS, a I < L)
3"FROM GIRT&@ 12"O.C. ° ° ° I o
CONC: e ° ° (2)#10 x 4"SMS I I N W 0° THRU SCREW BOSSES
I I 1/4"DIA.x 3"CONCRETE a
SCREW ANCHOR,3" ° °d a ° (2)#10 x 2"SMS INTO I UPRIGHT Lu z Lu
KX> FROM GIRT&@ 24"O.C. SLAB/FbQTIN(3 ° DOUBLE 2"x UPRIGHT 2" 2"—} CONTINUOUS SCREW BOSS I PRE-HUNG W m
SEE PLAN _ CORNER POST I OF UPRIGHT
(4)#10 x 1 1/2"INTO 1"x 3"OPEN BACK DOORJAMB 2 O
SCREW BOSS SIDE VIEW (SEE PLAN) I� II I I I Lu
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(4)#10 x 2"SMS INTO — z
SCREW BOSS I III I �uu�u; (> w Z WLr)
CONTINUOUS OF UPRIGHT q —A $ n ° ° ° --I-I LL O D �
EACH UPRIGHT I� III I 1 a I W � �
I 1"x 3"OPEN BACK I I ° C ° a G ° I W
co t Y c h
CHAIR RAIL MEMBER ° ° ° ° ° e ° °
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SLAB/FOOTING kA 3•• e ° 4 ° ° ° D O- ---- — SEEPLAN —� ° ° —A 4
DRAWN BY
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° $ ° e 1/4"x 2 1/4"CONCRETE
SCREW ANCHOR 3"FROM DATE DRAWN
1 I 1"x 3" d UPRIGHT&@ 24"O.C.
° ° 11/02/21
— — SLAB/FOOTING ° ° 3" ° (MIN 1 1/4"EMBEDMENT)
SEE PLAN ° ° REVISION
FRONT VIEW 1/4"x 21/4"CONCRETE A -
SCREW ANCHOR 6"FROM
UPRIGHT&@ 24"O.C.
-1 1X3 TO HOST STRUCTURE DETAIL MIN 1 1/4"EMBEDMENT DJ-1 UPRIGHT TO CONCRETE PRE-HUNG 4
A_2 SCALE:NTS CP-1 CORNER POST TO CONCRETE DETAIL
A-2
SCALE:NTS DOOR LOCATION DETAIL SHEET NO:
A-2 SCALE:NTS
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#14 SMS x 1"MIN.LONGER O
#14 x 4"SMS W/
THAN PANEL W/1 1/2"DIA. v EXISTING 1 1/2"DIA.NEOPRENE 3"COMPOSITE �OF
EOPRENE FACED WASHER HOST WALL
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FACED WASHER @ 4"O.C. PANEL 12"O.C.ALONG LENGTH w
ALL END BEAMS FLASHING-INSTALL
UNDER EXISTING DRIP EDGE o
2"x 3"x 0.045" N O
3"x 0.062"EXTRUDED FLAT END BEAM N LU
RECEIVER CHANNEL p[
3"x 0.062"ALUM / Q Lll m
RECEIVING CHANNEL #14 x 3/4"SMS @ 6"O.C. Q Z> O
W/#10 x 3/4"TOP AND TOP AND BOTTOM a 0 Lu ~O
BOTTOM AS END CAP 3"COMPOSITE W/1 1/2"DIA.NEOPRENE W () z
2"x 3" PANEL WASHER @ TOP SCREW ONLY
FLAT I (2)#10 x 2"SMS INTO 3. LLJ LLU O a
2"x 3"FLAT TOP RAIL- NO END BEAM SCREW BOSS LL J
ANGLE REQUIRED UNLESS I OF END BEAM O w rn c�
SPLICED OR CORNER- LL Lo O J
ATTACH w/(4)#10 x 4"LG I TOP RAIL W/ I V / D_ 00 ILL ILL
II (4)#I x 4"SMS—/INTO POST I I� I I 1"x 3"O.B.FASTENED TO HOST W/ / DRAWN BY
2"x 3"PB a 1/4"DIA.x 3" WOOD: TP
UPRIGHT I A � 1/4"DIA.x 3"LAG SCREWS,3"
3"COMPOSITE PANEL LAG SCREWS FROM GIRT&@ 12"O.C. DATE DRAWN
@ 12"O.C.
1/4"DIA.x 3"CONCRETE 11/02/21
SCREFRONT WALL END WALL FROM GIRT/&@ 4"O.0
REVISION
0 -
0 -
0
S 2 X 3 TOP RAIL CONNECTION TO 2 X 3 UPRIGHT S-i COMPOSITE PANEL TO FASCIA DETAIL �+ _
A-3 SCALE:NTS n-3 SCALE:NTS J-2
/'1 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL SHEET NO:
A-3 SCALE:NTS
I I - I A-3-